• 제목/요약/키워드: Plane curve

검색결과 425건 처리시간 0.019초

Quantization of the Crossing Number of a Knot Diagram

  • KAWAUCHI, AKIO;SHIMIZU, AYAKA
    • Kyungpook Mathematical Journal
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    • 제55권3호
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    • pp.741-752
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    • 2015
  • We introduce the warping crossing polynomial of an oriented knot diagram by using the warping degrees of crossing points of the diagram. Given a closed transversely intersected plane curve, we consider oriented knot diagrams obtained from the plane curve as states to take the sum of the warping crossing polynomials for all the states for the plane curve. As an application, we show that every closed transversely intersected plane curve with even crossing points has two independent canonical orientations and every based closed transversely intersected plane curve with odd crossing points has two independent canonical orientations.

A WEIERSTRASS SEMIGROUP AT A GENERALIZED FLEX ON A PLANE CURVE

  • Kim, Seon Jeong;Kang, Eunju
    • 한국수학교육학회지시리즈B:순수및응용수학
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    • 제28권4호
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    • pp.399-411
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    • 2021
  • We consider a Weierstrass semigroup at a generalized flex on a smooth plane curve. We find the candidates of a Weierstrass semigroup at a 2-flex of higher multiplicity on a smooth plane curve of degree d ≥ 5, and give some examples to show the existence of them.

CT시험편의 크기 변화에 따른 파괴저항곡선의 변화 (Variation of the Fracture Resistance Curve with the Change of a Size in the CT Specimen)

  • 석창성;김수용
    • 대한기계학회논문집A
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    • 제24권12호
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    • pp.2963-2971
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    • 2000
  • In order to obtain more realistic fracture resistance curve, research is currently underway to introduce new parameter and to quantify the constraint effect. The objective of this study is to investigate the relationship between the constraint effect of a size(plane size and thickness) and the fracture resistance curve. In this paper fracture toughness tests were performed with various plane size and various thickness of specimens in two materials. The test results showed that the effects of plane size in th4 J-R curve were significant and the curve was risen with an increase in plane size. However, relatively weak influence was observed form the change of the specimen thickness and size. The stress fields near the crack tip of th specimen is close to the HRR field according to increasing the plane size and Q stress appears different value according to material properties and the plane size.

WEIERSTRASS SEMIGROUPS AT PAIRS OF NON-WEIERSTRASS POINTS ON A SMOOTH PLANE CURVE OF DEGREE 5

  • Cheon, Eun Ju;Kim, Seon Jeong
    • 한국수학교육학회지시리즈B:순수및응용수학
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    • 제27권4호
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    • pp.251-267
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    • 2020
  • We classify all semigroups each of which arises as a Weierstrass semigroup at a pair of non-Weierstrass points on a smooth plane curve of degree 5. First we find the candidates of semigroups by computing the dimensions of linear series on the curve. Then, by constructing examples of smooth plane curves of degree 5, we prove that each of the candidates is actually a Weierstrass semigroup at some pair of points on the curve. We need to study the systems of quadratic curves, which cut out the canonical series on the plane curve of degree 5.

STALE REDUCTIONS OF SINGULAR PLANE QUARTICS

  • Kang, Pyung-Lyun
    • 대한수학회논문집
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    • 제9권4호
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    • pp.905-915
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    • 1994
  • Let $M_g$ be the moduli space of isomorphism classes of genus g smooth curves. It is a quasi-projective variety of dimension 3g - 3, when $g > 2$. It is known that a complete subvariety of $M_g$ has dimension $< g-1 [D]$. In general it is not known whether this bound is rigid. For example, it is not known whether $M_4$ has a complete surface in it. But one knows that there is a complete curve through any given finite points [H]. Recently, an explicit example of a complete curve in moduli space is given in [G-H]. In [G-H] they constructed a complete curve of $M_3$ as an intersection of five hypersurfaces of the Satake compactification of $M_3$. One way to get a complete curve of $M_3$ is to find a complete one dimensional family $p : X \to B$ of plane quartics which gives a nontrivial morphism from the base space B to the moduli space $M_3$. This is because every non-hyperelliptic smooth curve of genus three can be realized as a nonsingular plane quartic and vice versa. This paper has come out from the effort to find such a complete family of plane quartics. Since nonsingular quartics form an affine space some fibers of p must be singular ones. In this paper, due to the semistable reduction theorem [M], we search singular plane quartics which can occur as singular fibers of the family above. We first list all distinct plane quartics in terms of singularities.

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A NEW APPROACH FOR CHARACTERIZATION OF CURVE COUPLES IN EUCLIDEAN 3-SPACE

  • Karakus, Siddika Ozkaldi;Ilarslan, Kazim;Yayli, Yusuf
    • 호남수학학술지
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    • 제36권1호
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    • pp.113-129
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    • 2014
  • In this study, we have investigated the possibility of whether any Frenet plane of a given space curve in a 3-dimensional Euclidean space $\mathbb{E}_3$ also is any Frenet plane of another space curve in the same space. We have obtained some characterizations of a given space curve by considering nine possible case.

평면 곡선에 기반한 다중 임계값 결정 (Multi-thresholds Selection Based on Plane Curves)

  • 단나;서석태;박혜공;권순학
    • 한국지능시스템학회논문지
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    • 제20권2호
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    • pp.279-284
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    • 2010
  • Boukharouba 등에 의해서 제안된 평면 곡선(Plane curve) 분석 기법은 히스토그램 누적분포함수에 기반한 마루-골(Peak-Valley) 탐색을 통한 임계값 결정 기법이다. 그러나 이 기법의 경우 평면 곡선을 구성하는 과정에서 외부 변수의 설정이 요구되며, 그에 따라서 구성된 평면 곡선의 형태가 달라지고 마루-골 검출에 영향 준다. 따라서 본 논문에서는 엔트로피에 기반하여 평면 곡선 구성을 구성하기 위한 최적의 변수값을 설정하며, 설정된 변수 값에 기반한 다중 임계값 결정기법을 제안한다. 다수 영상에 대한 모의실험과 기존 히스토그램 기반의 임계값 결정법과의 비교 및 검토를 통해 제안한 기법의 효용성을 보인다.

Isolated RC wall subjected to biaxial bending moment and axial force

  • Park, Honggun
    • Structural Engineering and Mechanics
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    • 제9권5호
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    • pp.469-482
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    • 2000
  • A numerical study using nonlinear finite element analysis is performed to investigate the behavior of isolated reinforced concrete walls subjected to combined axial force and in-plane and out-of-plane bending moments. For a nonlinear finite element analysis, a computer program addressing material and geometric nonlinearities was developed. Through numerical studies, the internal force distribution in the cross-section is idealized, and then a new design method, different from the existing methods based on the plane section hypothesis was developed. According to the proposed method, variations in the interaction curve of the in-plane bending moment and axial force depends on the range of the permissible axial force per unit length, that is determined by a given amount of out-of-plane bending moment. As the out-of-plane bending moment increases, the interaction curve shrinks, indicating a decrease in the ultimate strength. The proposed method is then compared with an existing method, using the plane section hypothesis. Compared with the proposed method, the existing method overestimates the ultimate strength for the walls subjected to low out-of-plane bending moments, while it underestimates the ultimate strength for walls subject to high out-of-plane bending moments. The proposed method can address the out-of-plane local behavior of the individual wall segments that may govern the ultimate strength of the entire wall.